Summary for Test 2023-06-12-65-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994844 DEA: 023J7904 EFIS: 0222000084 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-0/R5.7 |
| Award Date | Not set |
| Closeout Date | 04/16/2024 |
| Work Description | Pavement Preservation (State Funded) Many Buckhorns Mill & Fill |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 06/12/2023 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/12/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79263 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 867312 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 2302P01 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-06-12-65
DIME Test ID: 2023-06-12-65-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2023-08-01
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/29/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 94.9 mm | 95.0 mm | 94.8 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3828.5 g | 3826.1 g | 3827.8 g | 3828.6 g | 3830.7 g | 3826.7 g | |
| 2222.1 g | 2224.5 g | 2223.0 g | 2229.5 g | 2220.5 g | 2220.6 g | |
| 3852.3 g | 3853.3 g | 3854.4 g | 3854.8 g | 3852.2 g | 3851.8 g | |
| 2.529 | 2.529 | 2.529 | 2.529 | 2.529 | 2.529 | |
| 3912.7 g | 3911.4 g | 3911.3 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 156 mmHg | 165 mmHg | 187 mmHg | ||||
| 22 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1630.2 cm^3 | 1628.8 cm^3 | 1631.4 cm^3 | 1625.3 cm^3 | 1631.7 cm^3 | 1631.2 cm^3 | |
2.348 | 2.349 | 2.346 | 2.356 | 2.348 | 2.346 | |
7.2 % | 7.1 % | 7.2 % | 6.8 % | 7.2 % | 7.2 % | |
117.4 cm^3 | 115.6 cm^3 | 117.5 cm^3 | 110.5 cm^3 | 117.5 cm^3 | 117.4 cm^3 | |
3910.7 g | 3907.0 g | 3910.1 g | ||||
3922.4 g | 3918.6 g | 3921.8 g | ||||
1630.3 cm^3 | 1628.8 cm^3 | 1631.4 cm^3 | ||||
84.2 cm^3 | 85.3 cm^3 | 83.5 cm^3 | ||||
72 % | 74 % | 71 % | ||||
16625 N | 15126 N | 15760 N | 18638 N | 18398 N | 18727 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
24 | 12 | 21 | 46 | 44 | 43 | |
0 | 0 | 0 | 1 | 1 | 0 | |
743 kPa | 676 kPa | 704 kPa | 834 kPa | 823 kPa | 837 kPa | |
103 psi | 121 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=121,
S2=103,
TSR=85%
Test was verified on 8/1/2023 ✔